【正文】 ..................... 23 截面配筋 計(jì)算 ............................................................... 23 平臺(tái)板的計(jì)算 .......................................................................... 23 荷載計(jì)算 ........................................................................ 24 內(nèi)力計(jì)算 ........................................................................ 24 截面配筋計(jì)算 ............................................................... 24 平臺(tái)梁的計(jì)算 .......................................................................... 25 尺寸確定 ........................................................................ 25 荷載計(jì)算 ........................................................................ 25 內(nèi)力計(jì)算 ........................................................................ 25 截面配筋計(jì)算 ............................................................... 25 第 4 章 框架計(jì)算 .................................................................................. 27 設(shè)計(jì)基本資料 .......................................................................... 27 框架計(jì)算簡圖 .......................................................................... 28 確定框架的計(jì)算簡圖 ................................................... 28 5 確定梁柱的截面尺寸 ................................................... 28 計(jì)算梁柱的線剛度 ....................................................... 30 恒荷載作用下的內(nèi)力計(jì)算 ..................................................... 31 屋面恒荷載 .................................................................... 31 樓面恒荷載 .................................................................... 32 梁端集中力計(jì)算 ........................................................... 33 恒荷載作用下的彎矩計(jì)算 ........................................... 38 計(jì)算梁端剪力、柱端剪力 ........................................... 42 計(jì)算柱的軸力 ............................................................... 46 活荷載作用下的內(nèi)力計(jì)算 ..................................................... 50 活荷載計(jì)算 .................................................................... 50 活荷載作用下的彎矩計(jì)算 ........................................... 52 計(jì)算梁端剪力、柱端剪力 ........................................... 55 計(jì)算柱的軸力 ............................................................... 59 風(fēng)荷載作用下的內(nèi)力計(jì)算 ..................................................... 62 基本數(shù)據(jù)計(jì)算 ............................................................... 62 計(jì)算框架各節(jié)點(diǎn)上風(fēng)荷載標(biāo)準(zhǔn)值 .............................. 62 計(jì)算各個(gè)樓層以上所有風(fēng)荷載的標(biāo)準(zhǔn)值 .................. 63 計(jì)算各柱的剪力值 ....................................................... 63 計(jì)算各柱的反彎點(diǎn)高度 ............................................... 65 風(fēng)荷載作用下的彎矩計(jì)算 ........................................... 66 風(fēng)荷載作用下的剪 力計(jì)算 ........................................... 70 風(fēng)荷載作用下的軸力計(jì)算 ........................................... 73 繪內(nèi)力圖 ........................................................................ 74 多層框架結(jié)構(gòu)抗震設(shè)計(jì) ......................................................... 77 主要參數(shù) ........................................................................ 77 荷載計(jì)算 ........................................................................ 77 梁、柱剛度計(jì)算 ............................................................ 79 重力荷載代表值計(jì)算及荷載匯總 ............................... 81 橫向自振周期計(jì)算 ............................................................... 85 6 橫向框架結(jié)構(gòu)頂點(diǎn)假想位移計(jì)算 .............................. 85 橫向框架自震周期 計(jì)算 ............................................... 86 橫向地震作用計(jì)算 ....................................................... 86 轉(zhuǎn)化為一榀框架結(jié)構(gòu)內(nèi)力分析 .................................. 88 多遇水平地震作用下彎矩計(jì)算 .................................. 89 多遇水平地震作用下剪力計(jì)算 .................................. 92 多遇水平地震作用下軸力計(jì)算 .................................. 95 繪內(nèi)力圖 ........................................................................ 96 第 5 章 框架內(nèi)力組合及配筋計(jì)算 ..................................................... 99 荷載組合及配筋計(jì)算考慮情況 .............................................. 99 控制截面及最不利內(nèi)力組合 .................................................. 99 材料 ........................................................................................... 99 框架梁的配筋計(jì)算 ................................................................... 99 梁端內(nèi)力組合表 ..........................................................100 正截面承載力計(jì)算 ......................................................100 斜截面承載力計(jì)算 ......................................................101 框架柱的配筋計(jì)算 ..................................................................101 柱端內(nèi)力組合 ..............................................................101 柱配筋計(jì)算 ...................................................................101 第 6 章 基礎(chǔ)計(jì)算 .................................................................................103 地基承載力特征值深度、寬度修正 .....................................103 基礎(chǔ) J1 的設(shè)計(jì) .......................................................................103 基礎(chǔ) J1 的截面尺寸 ....................................................103 柱與基礎(chǔ) J1 交接處的沖切承載力驗(yàn)算 ...................104 基礎(chǔ)板底（ J1）配筋計(jì)算 ..........................................104 基礎(chǔ) J2 的設(shè)計(jì) ......................................................................105 基礎(chǔ) J2 的截面尺寸 ...................................................105 柱與基礎(chǔ) J2 交接處的沖切承載力驗(yàn)算 ..................106 基礎(chǔ)板底（ J2） 配筋計(jì)算 .........................................107 7 總結(jié) ......................................................................................................1088 謝辭 ...................................................................................................... 1119 參考文獻(xiàn) ................................................................................................109 附表 ........................................................................................................ 111 外文資料翻譯 ......................................................................